HomeMy WebLinkAbout98-7980
BUILDING PERMIT
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BUILDING
ELECTRICAL
CITY OF ZEPHYRHILLS
(813) 788.6611
AFTER HOURS PHONE NUMBER
(813) 788-5262
PLUMBING MECHANICAL
Permit
7980 13
Date
9-aY-9f"
Sewer Conn
11 ·
Property Owner:
Job Add'... .f, 9~ L_ ~ <"'" .p~
Parcell.D, #
Radon Gas; ~
Water Conn:
Water Meter;
T.I.F.'s:
Zoning: .::z: Energy Code;
Descriotion of Work _ .1\ ~-e ~ _~~
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans. Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances.
DATE
City License Registration #
State Certified License#
~.3
Permit Fee
Signature
Company
Address
Telephone#
Valuation or
Contract Price
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BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars (~) shall be made for each trip for each trade:
.;JSilrD
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
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Community Association
P.o. Box 1168. Zephyrhills, FloflLl3 33539-1168
September 25, 1998
Mr. & Mrs. Gerald Bowen
6928 Stephen's Path
Zephyrhills, Florida 33541
Re: Proposed Screen Room
Dear Mr. & Mrs. Bowen:
The Design and Review Committee of the Silver Oaks
Community Association met and approved your application
to add a screen room, with the provision that the 20"
aluminum kick plate and any other exposed aluminum or
vinyl surfaces with the exception of the roof be painted
the same color as your home.
Sincerely,
~n#~~
John M. Arnot
(Member DRC)
cc-Ace Aluminum
AllI't..tcArlUN 'OIt I'IRMlT
Ctty UP ZK,.IYJUULt..s. '
8UltblN(f'bItAltHKItt
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OWNER'sM_ ~# ~g/~ ~ "."
OWfldlS ADltOSS c: g? . ~1. ~~
JOn AnDIU$S , f'/f7Y1o ~ ffjcfL/c-
4z7/PhONE PI'P~.-2b/G
LEGAL IJESCRIPTION: I.Ot(S)
DWCIl
SUBDIVISION ~/(/(5lt7 dy~
PARCEt t.b.' /' COBtAlM FROM PROPERtY TAX NOTIGE)
~oRk PRUPoSEDt~NeW Von~ttuctlon ~dditibn ----Alteration ~epait ____Install
81 .
PROPOSED lISt! Zlo r..ib
_tdeIIIerc:lal
---"ove ---PellOlish
----1'I'F _' of Uuits -11/11
____lndust. _SWiM. Pool ___Olher
-...Restaurant & lIeallh Depatt.ent Approval
IJESCRlPTIUll OP IiOItIU S'el2(J-c;>J ~ &- ~
BUILDING SIZB: /0 Jlt9-~ P-W Square Feet. /(p 'Jleigllt
RES1DENTlALi. AtrAt11 (2) PLOT PLANS & (2)SBTS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COHtD:RatAL t. AtrAt:II U>' 8m or BUllJJlHO l'LANS It (1) SBT ENERGY FORMS.
flUittuttt SWtVBt dQUlRin 1101' ALL HIM OONSTRUCTlON.
. " ' . .' '! . .
. !
_--Hl..BctRleAL
_--"EcnAlUr.AL
--1LtlHBtMG
I .
. ' ,
.'. PERHttS,a!OUESIEQ
~~;/~~ Valuation ot Total Conotruction
, J' f , J
AItP Se....lce ,,'" , (flori.d. Power Corp.
Valuatlod of Hechanical Installation
W.K.E.C.
"
__DtllWlNG
. $. .,
i$ .
G\.';
ItOOFING
SPECIALtY
TYrE OF WNSTltUGT1UlU \ ---..Block _Fr_e ,,"--Steel
,Jjtuw1,
Other
fIJUSUED ,tooR JUJ1VAtlOHS:, .... .n .,
lS"ltUJEct IN FLOOIJ ZONB AREAl
.;'. ,-
YES
NO
..............".......,..................
1: " ~
BUILDER
, , '
, "", tofttU.t1oR SEctION. l
. '/feo~
. .' :.t '~ - '/ - , .
: .','. " . '/~
. '.' ,.,tdUfAHt .", .. ~~~ y c?O
. ,,"State Vert. or Regilt. . '..:..J ,
I tHt, tlt:t!nlu! Jte8hatraHon , lr-.::z
................................
5 1 galllbue
EI.B~""RlC1AM
COHI.'ANY
State Cert. or Regist. ,
Citt License Registration ,
..........................................
S iRll8ttll'e
c;otWANY
state tetL or Itegbt. ,
City License Registration .
.................,........................
PLUHBEl\
Signature
COMPANY
StAte Cert. or Regist. ,
city License Reg18tration ,
.......,..,.......,.......................
.
tlE!iJlANlCAL
Signature
COHPANY
StAte Cert. or Regist. ,
city License Itegiatration ,
..........................................
~l'IIRR
Signature
APPLICATION APPROVE., BY .
PERMIT OFFlC"~R.
CONb:ttl10N*t.\tP..I~d~FFIDAVI'r
A. MaTtes OF DJWI~1!11"'r~1~?l~r~"';'" '....,
'he IlOder_I9ft" IItI1tntt*...taa. hi. ......=...,~..."......', ,:...!ltiloi!....;nebldlons. whleb lay be lOre restrictive than City
regulatlontt. tilt UIII1er.l....fc.....i ' " .. ,lftrtOf".11Mtt _llll t1f,.Ucable deed resUictions.
, . ....,:. '-':';
B. UNLICBNS.IW co AND COM It RESPONSIBILITIES
If the OWIK!r W'h t ..... .'.4 .' ". .... ...... .~.. "...,btteqUlred to be Ueensed In accordance with
Btatt! aOO loe" ttgttllU.~..If: u.......tot.t ',llOtUtMltdll.ttttalrt4 byla1t, bolb the owner .JOd contractor JaY be
cited tor a .tedMednltt flol.UOd _tlttte.d. ttU...f tit liltinc1tc1 contractor are uncertain as t01lhat licensing
rl!gulrdiRU II' appl, tctt. UII.1nl..... .., t.be, It. .....,lotollUcl lbe eu, of JephrrbUls Building Depart.lent, (813)
188-6611. '. '" .
Furthertote, If the oMntr has hired a conlraelor or conlractdtl.be tsid,IBed to ha,e the contractor(s) sign portions of the
.conhllttor heU..' .tUtI. ",Utlll... for tthlclt t.her .Ul be t'l!spclI:Ilible. If you, as the owner sign as the eonlnclor,
you arl! 1~lc.Un!i that JOO. t.tlllr th... the eonttatlot, ate t..ilblt! tor the worl. if the contractor wishes you to sign
88 c:ontrllctor that ta, be en lnalcaU..tltat bill not propulr:lIcwl!l1 and 1. nol enUtled to perlllUng privileges in the
City of Zeph,thlll..
c. TRANSPORTAtION IMPACT FEES AND UT1LITt CONNECTION FEES
D. CONSTItUCTION t.IEN.{jAW ' (CIlAPTEIt 113. FLORIDA STATUTES, AS AMENDED)
I c@rtlf, that I, the appllclnt. blfl'bllnprotlaea ,Itb a tOpf of -'10rlaa'8 Construction tlen Law . HoIeoNner's Protection
Guide" prepared br tht 'ltJrla'lepitUMt!of 19r1cultut.lnc1 toaUMr Affair.. If the appUcant i8 sOleone otber tban tbe
.00mer", 1 cerUt, that 1 ltatt.obtaiHCt a topt of the abot. c1eaerlbt!t1 c10tuIent and prOllae In good faith to deliver it to the
"owner" prior to tOIIInc:ellnt. Ii.;; .. ·
,.;,,'i i
E. CONTRACTOR'S/OWNSR'S AFFIDAVIT
I c@rtif, thalall the lnfor.llon In tll..ppHcaUon I. accuratl! and lhat all wort "nl be done in cOlpliance with all
appllc:ablt! la". tlgUllUIIlI tCIIIltntUOd, ..lng, anc1lantl....lop1eDt.
::::~;::r..l::= =:-~~t:t,.:ti=:;~jt::.':Jf:::i~.~I~?:~:~l.~' all la..
regulating conetrueUCJni tltt...,.;~,...:.,tAeMi~ .....;'....' ....l..t, r....laUoo.ln)be juriadiction. 'I'also
cl!rtUr that t tndtnlenc1 that, the' tIfIl.U.'bfoUtet ..W_...tll _1....' appl, to Us . Intended vort, and tbat it is
If rl!8po1illbHUr to I.Uff.whlt .cu~t~~':!";~!:IItJl_'~UInCt. Buch agenc:111 Include bllt are not HIUed to:
. DepartBt of ....lr.-W ..laU.'" et.t.....,IIRdI, wUlna Ar@a8 and BndronHnlallr Sensitive Lands,
, . . . ..... ...1 ,IM./lMtn.ltttt.lJtenl
. SouUnreat 'lorla. ..lU=tD=ct..-........,....I..l...".'.."C..'. p.tttI........ 1hd4.' Wetland AreaB, Altering watercour. ses
. IIrl' Corpa of' IMlneerl";; ., ~tB t~l__l'''tlda''
. De artBt of lIed~d'; . . lUUt.:~8triltd....>lftt1tOlllltUl...ltb Unit - Ve1l8, lIaslewater 1reallent, Septic 'Ianks
. us Iodr_tal' '.'~f\ ..b.~ tMenl; . . . I
I aha certlfr , .... al"t.ti::betthc1 'III' tll:lOl1'lCIII~t 'A' ot 'A,fJtc.., It is understood that a drainage plan
addrl!8Blng a 'c:otpMIIUntt'ol,,',_UI be....Uted .hlell.... preparl!l1 bf a professional engineer registered in the state of
Florida pdor to perIU.lmalltt.
. "pel.it iSlued .hall be con.trued to be:. lltena. lo prOtted 11th the work and not as authority to violate, cancel alter, or
Bet allldY IInl pmllloM ofjtllet...let1....'lIDr ...U......IIlCI of a pet.1t prevent the Building Official frol tbereafter
requldng I cot~tlOd o. emtt 11..1.~f"lriitUOll/Clf'lbl.Uon. of an; toc1e. B.erylltnlt 18suec1'ahaU.'beCOl8 III,aUd
unleBII the ItOt. .u~d...'br~,....1....~."r~.lInWl.l~:,.llilOOt.b8 ofl..uance, or Uvork authoriled by the penit is
lIullpenc1ed or abanc1onea' fot . ,.rJlMllJf,~I.~:".tttt>1h1'tJiI"o.e' IfOrl ili ceJllii!nced. On8 90 day eltension of U.~, lay be
IIl10wed for the \It!fllt tflth'M chargeef tl i~;;~~~" *"'11 \Jt requested in wdUng lo the Building OffiCial. IIn
avpro,ed Intlpl!ct1b1t lU.t~logg,,"altdng '. . .JltJ6d'ttf the project erill be con81aelec1 abancloned.
1IIIR"IIIC to _At. IOOItAl...,1O,:R~'A;,M" .., ... MAY IlBsUt,r III YOUR PAYl"G I1IICK FOR IHPROVEHRRTS TO YOUR
PROI'IRTt. l' 10U 1_1tI.ld'tl_i~"",'_RORlIf AttORlfBYBB RDING YOUR ICOTI~ OP
CONfIJltf ' " ' '.' ;~t' .. . POI OF ClMSNI
, ,
STAlK OF FLORIDA ., , 8tAT' U, FLORiDA
count OF f)AsCq . . .. mum OF j)A:se D
The tort!guing in8ttuJl8l1t WII . ,"knOWledged !\., 'rh~ foregoing instrument was acknowledged
before lite thi" $:;-pr ~ . 19JiL. ..bt " ".I.",belore lie this .,Si:::'7r..23 , 19 98 by
~'/ JJA;..) IELS .... .'.... ?i1 Y I?JA JJ I t=LS
who is personally known to .e -er whe has . Mho is personallY known to me SF 11119 biU;
p.csdtleetl r},J, t, "ittoAIt(,H
as ideHtlfieet:i811 end trbeJ-fitlldid ,taot , ,* ", '.... itleHUf:l oatis.... and wbo tHd-/did not
take art oalh.. . , ' '," ." ':,.,:.t.ke 8Il0Qth.~d.1e~ 4J ~j,~~
(Signature) . tI 'f
( Signature, /GIll '-'= . '" "... I::'A-nIt BEN ~ 131<0 W J
-(Hame Typed, Prilltedor stllllPl!d) ., (Ihllfte Typed, Printed or S amped)
. · ~ 'MOTARY. PUBLIC
NOTARY PUBLIC ~'\"6.e(;.. KAT;I'::~N'I BROWN .. , ." ,.
*.. * My Cc. '"'!ssion CC40480111
". ~ expire" Apr. 02, 1~
~~ ~
~ Df ,~o'lf.
""I'~ Pile
."" n (;.. KATHLEEN J BROWN
* 'IiiJ! * My Commission CC4490~
'" ~,!It explr.. Apr, oa, 1888
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ALUMINUM & CONCRETE, INC.
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38626 2nd Ave.
Zephyrhllla. FL 33640
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
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Customers SlaMlUre
Job No.
Phone: (813) 782-2818
PERMIT
PRICE
TAX
TOTAL PRIO
DEPOSIT
BALANO C.O.D.
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SCREEN, VINYL & GLASS ROOMS
SECTION 3
3-1/2' SLAB ON GRADE
OR RAISED FOOTN3
I'-- L W ---,
FOR MAX.
l.PRIaHT
LENGTH 1" x 2"
V ARES NO MAX. (B.EV. SLAB OR ON GRADE)
~
I
ROOF
SB..ECT EDGE BEAM TABLE 3 . 1 . 1 AN)/OR TABLE 3 . 1 . 2
~
J:
1
TYPICAL GLASS ROOM WITH SOLD ROOF. TYPICAL FRoNT YEW FRAMNG
* (tEJGHT OF lFRIGHT IS t.EAsu:ED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE COftN:CTION AT
FAsaA ALLOWED
SEE SECTION 7 FOR DETALS
LOAD Wl>TH
FOR ROOF PANELS
ft=L:2+ P/2 -
-
SOLD ROOF
SIZE BEAM AN) ca.l.Mm
PER TABLES
J
O.H.
EXlSTJ>4G
STRUCT\R:
P · PRO.ECTION FROM BLDG.
LW · LOAD Wl>TH
~
VARES
L P VARES --J
TYPICAL SCREEN I GLASS ROOM
NOTES: ANaiOR 1" x 2" OPEN BACK EXTRUSION WITH 114'x2-114' CONCRETE
FASTEtER MAXJU..4 OF 2'-0' ON CENTER AN) ~ e' OF l.FRIGHT
ANCHOR 1" x 2" TO WALL WITH 2-112" #10 StEET ~AL SCREWS WITH
WASl-ERS 2'-0' ON CENTER. ANaiOR BEAM AN) COl..I.M'4 NT'ERNALLY
OR WTH ANCHOR CLPS AN) #10 SCREWS AN) WASl-ERS.
MtNJM SLAB THCKfESS FOR SLAB ON GRADE IS 3-112" CONCRETE.
SB..ECT FRONT WALL BEAM FROM TABLE USN) LARGER 'A' V ALlJ: OF
P/2 OR P/2 + O.H.
"P" IS CLEAR DISTANCE FROM HOST STRUCTlR: TO FRONT WALL BEAM.
Lawrence E. Bennett, P.E.
aw. ENGH:ER - 0EVElQPI&IT CONSU.TANr
p.o. BOX 4388, SOUTH DAYTONA, Fl. 32121
1B..B"HOtE (1104) 7ff1-4774
FAX (1104) 787-_
SEAL
@ COPYRIGHT 1998
NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT TIE WFITTEN ~l8l11ON OF LAWRENCE E BENETT, P.E.
PAGE
69
SECTION 3 SCREEN, VINYL & GLASS ROOMS
Table 3.2.2: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
2" x 2" x 0.055" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H: 140 M.P.H.
Width Applied Load
19 # /Sq. R. 23 # /Sq. R. 26 # /Sq. R. 29 # /Sq. R. 36 # /Sq. R.
36" 12'-3" 11'-1 " 10'-S" 9'-11 " 8'-11 "
42" 11'-4" 1 0'-3" 9'-8" 9'-2" 8'-3"
48" 10'-7" 9'-7" 9'-1" 8'-7" 7'-8"
54" 9'-11" 9'-1" 8'-6" 8'-1" 7'-3"
60" 9'-6" 8'-7" 8'-1" 7'-8" 6'-11"
66" 9'-0" 8'-2" 7'-g" 7'-4" 6'-7"
72" 8'-8" 7'-10" 7'-S" 6'-11" 6'-3"
78" 8'-4" 7'-7" 7'-1 " 6'-9" 6'-0"
84" 7'-11" 7'-3" 6'-10" 6'-6" S'-10"
90" 7'-g" 7'-0" 6'.7" 6'-3" S'.7"
2" x 3" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. 120 M.P.H. 125 M.P.H. I 140 M.P.H.
Width ADDlied Load
19 # /Sa. R. 23 # /Sa. R. 26 # /Sa. R. 29 # /Sa. R. 36 # /Sa. R.
36" 16'-10" 1S'-3" 14'-4" 13'.7" 12'-3"
42" 1S'-7" 14'-2" 13'-4" 12'-7" 11'-4"
48" 14'-7" 13'-3" 12'-S" 11'-9" 10'-7"
54" 13'.9" 12'-6" 11 '.g" 11'.1" 9'-11"
60" 13'-0" 11'-1 0" 11'.2" 10'-6" 9'.6"
66" 12'-S" 11'-3" 10'-7" 1 0'-1" g'-O"
72" 11'-11" 1 0'-1 0" 10'-2" 9'.7" 8'-8"
78" 11'.S" 10'-5" g'-g" 9'-3" 8'-4"
84" 11'-0" 10'-0" g'-S" 8'-11" 8'-0"
90" 10'-8" 9'-8" 9'-1" 8'-7" 7'-g"
2" x 4" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.P.H. 110 M.P.H. 120 M.P.H. I 125 M.P.H. 140 M.P.H.
Width Applied Load
19 # /Sa. R. 23 # /Sa. R. 26 # /Sa. R. 29 # /Sa. R. 36 # ISa. R.
36" 20'-9" 18'-11" 17'-9" 16'-10" 15'-1"
42" 19'-3" 17'-6" 16'.S" 15'.7" 13'-11"
48" 17'-11" 16'-4" 15'-5" 14'-7" 13'-1"
54" 16'-11" 15'-5" 14'-6" 13'-9" 12'-4"
60" 16'-1" 14'-8" 13'-9" 13'-0" 11'-8"
66" 1S'-4" 13'-11" 13'-1" 12'-S" 11'-2"
72" 14'-8" 13'-4" 12'-7" 11'-11" 10'.8"
78" 14'-1" 12'-10" 12'-1" 11'-5" 10'-3"
84" 13'-7" 12'-4" 11'-8" 11'-0" 9'-11"
90" 13'-2" 11'-11" 11'-3" 10'.8" 9'-7"
Notes:
Glass Rooms: The addition ofaluminum frame windows with glass panes that are designed
to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that
additional framing is not required.
Using screen panel width 'W' (See typical glass room drawing.), select upright required from
the maximum height allowed for each extrusion.
Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate.
Lawrence E. Bennett, P.E.
aw. EIGEER - 0EVElQPI&IT CONSU.TANr
P.o. BOX 4388, SOUTH DAYTONA, Fl. 32121
1B..B"HOtE (1104) 787-4774
FAX (1104) 787-_
SEAL
PAGE @ COPYRIGHT 1998
80 NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT TIE WFITTEN ~ISSIOH OF LAWRENCE E 1lENETT, P.E.
SECTION 7
SOLID ROOF PANEL PRODUCTS
Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-14 or H-25
3" x 12" x 0,019" RIser Panels
Open Buildings Enclosed Buildings
Wind Applied Overhang Condition Wind Applied Overhang CondltJon
Region Load NONE 1'-0" 2'-0" 3'-0" 4-0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P.H, 17 11'.11" 12'-1" 12'.7" 13'-4" 14'-4" 102 M,P.H. 29 9'-1" g'-4" 9'.11" 10'.11" 12'-2"
110 M.P.H. 20 10'-11" 11'-2" 11'-S" 12'-6" 13'-7" 110 M,P.H. 35 S'-4" S'.6" 9'-3" 10'-3" 11'-6"
120 M.P.H. 23 10'.3" 10'-5. 10'.11" 11'-10" 12'-11" 120 M.P.H. 41 7'-S" 7'.11" S'-8" g'-g" 11'.1"
125 M.P.H. 26 9'-7" 9'.10" 10'-5" 11'-4" 12'.6" 125 M.P.H. 45 7'-4" 7'.7" S'-4" 9'.6" 10'-10"
140 M,P.H. 32 S'-S" S'-ll" 9'-7" 10'-7" 11'.10" 140 M.P.H, 56 6'.7" 6'.10" 7'.S" S'.ll" 10'-4"
3" x 12" x 0.026" RIser Pane"
Open Buildings Enclosed Buildings
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P,H. 17 13'.11" 14'.1" 14'-6" 15'-2" 16'.0" 102 M.P.H, 29 10'-S" 10'-10" 11'-4" 12'-3" 13'.4"
110 M.P.H, 20 12'-10" 12'-11" 13'-5" 14'-2" 15'.1" 110 M.P,H, 35 g'-S" 9'-11" 10'-6" 11'.5" 12'-7"
120 M,P,H, 23 11'-11" 12'.1" 12'-7" 13'-4" 14'-5" 120 M,P,H, 41 S'-ll" 9'-2" 9'-10" 10'-9" 12'.0"
125 M,P.H, 26 11'-3" 11'-5" 11'-11" 12'-9" 13'-10" 125 M,P.H. 45 S'.7" S'.g" 9'-5" 10'-5" 11'-S"
140 M,P.H. 32 10'-2" 10'-4" 10'-11" 11'-9" 12'-11" 140 M,P,H. 56 7'-S" 7'.11" S'-S" g'-g" 11'-1"
3" x 12" x 0.032" RIser Panels
Open Buildings Enclosed Bulldlnge
Wind Applied Ove mana Condition Wind Applied Overhang Condition
Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'-0" 2'-0" 3'-0" '4'-0"
102 M.P,H. 17 15'.5" 15'-6" 15'.11" 16'.6" 17'-4" 102 M.P.H. 29 11'-9" 11'-11" 12'.5" 13'.3" 14'-3"
110 M.P,H. 20 14'-2" 14'.4" 14'-9" 15'-5" 16'.3" 110 M.P,H, 35 10'.9" 10'.11" 11'-5" 12'-3" 13'-5"
120 M,P,H. 23 13'-3" 13'.5" 13'.10" 14'.6" 15'-6" 120 M,P.H. 41 9'.11" 10'-1" 10'-S" 11'-7" 12'-9"
125 M.P.H. 26 12'.5" 12'-7" 13'.1" 13'-10" 14'-10" 125 M.P.H. 45 9'.5" g'-S" 10'.3" 11'.2" 12'-5"
140 M.P,H. 32 11'.3" 11'-5" 11'-11" 12'-9" 13'.9" 140 M,P,H. 56 S'-6" O'-g" g'-4" 10'-5" 11'.0"
Note: Total roof panel width = room width plus wall width plus owrhanll.
Table 7.1.3: Allowable Spans for Industry Standard Riser Pane is for Various Loads
Aluminum Alloy 3105 H-28
Enclosed Bulldl
Wind Applied Wind Applied Overhan Condition
Relon Load 3'-0" 4-0" Re Ion Load NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P,H. 17 15'-1" 15'.11" 102 M.P.H. 29 10'-7" 10'-9" 11'-4" 12'-2" 13'.3"
110 M.P.H. 20 14'-1" 15'-1" 110 M,P,H, 35 g'.O" 9'.10" 10'.5" 11'-4" 12'-6"
120 M,P,H. 23 13'-4" 14'-4" 120 M.P.H. 41 0'-11" 9'-1" g'.g" 10'.9- 11'-11"
125 M.P.H. 26 12'.0" 13'-9" 125 M,P.H, 45 S'-6" S'-g" 9'.5" 10'-5" 11'-0"
140 M,P.H. 32 11'.9" 12'-10" 140 M,P,H. 56 7'-7" 7'.10" 0'-7" g'-S" 11'-1"
Enclosed Bulldl
Wind Applied Wind Applied Overha Condition
Relon Load 3'-0" 4'-0" Relon Load NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P.H. 17 17'.3" 10'.0" 102 M.P.H. 29 12'-4" 12'-8" 12'.11" 13'.9" 14'.9"
11 0 M.P ,H. 20 16'-1" 10'-11" 110 M.P.H. 35 11'-3" 11'.5" 11'.11" 12'.9" 13'-10"
120 M.P.H. 23 15'-1" 10'-0" 120 M,P.H. 41 10'.5" 10'-7" 11'.2" 12'-0" 13'-1"
125 M.P.H. 26 14'-4" 15'-4" 125 M.P.H. 45 9'-11" 10'.1" 10'.S" 11'.7" 12'-9"
140 M,P,H. 32 13'-3" 14'-3" 140 M.P.H. 56 0'.11" 9'-1" g'-g" 10'.9" 11'.11"
Enclosed Build!
Wind Applied Wind Applied Overha Condition
Relon Load 4'-0" Relon Load NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P.H. 17 19'.7. 102 M.P.H. 29 13'.0" 13'.10" 14'.3" 14'-11" 15'.10"
110 M.P.H. 20 10'-4" 110 M.P.H. 35 12'-5" 12'.7" 13'.1" 13'.10" 14'-10"
120 M.P.H. 23 17'-4" 120 M.P.H. 41 11'-8" 11'-8" 12'.2" 12'-11" 14'-0"
125 M.P ,H. 26 10'-8" 125 M.P.H. 45 10'.11" 11'-2" 11'.0" 12'-8" 13'.7"
140 M.P.H. 32 15'-3" 140 M.P.H. 56 9'.10" 10'.1" 10'-8" 11'.6" 12'-0"
Note: Total roof panel wldlh . room widlh plus wall wldlh plus owrhang.
Lawrence E. Bennett, P.E.
aw. ENt3H:ER - 0EVEl0A0ENT CONSU.TANr
P.O. BOX 4388, SOUTH DA VTONA, FL 32121
TElS'I-ION: (1104) 787-4774
FAX (1104) 787-11558
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NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT THO WFITTEN PBWISSlON OF LAWRENCE E BENETT, P.E.
ALUMINUM FRAMING COMPONENTS
11"f
JJ
A . 0.24 In..
WT . 0.28 p.Lf.
Ix · 0.14 In.'
Sx . 0.18 In..
8083 - Te
12",
OJ
1" X 2- X 0.044- OPEN BACK SECTION
12',
OJ
SECTION 8
A . 0.50 In..
WT · 0.57 p.lf.
Ix · 0.28 In.'
Sx . 0.37 In. ·
e083 - Te
2' X 2- X 0.055- PATIO SECTION
A . 0.32 In. ·
WT . 0.37 p.lf.
Ix · 0.18 In.'
Sx . 0.24 In. ·
e083 - Te
12',
OJ
2' X 2- X 0.032" PATIO SECTION
12",
OJ
A · 0.e4 In. ·
WT · 0.74 p.lf.
Ix . 0.75 In. ·
Sx . 0.70 In. ·
8083 - Te
2- X 3' X 0.050- PATIO SECTION
A . 0.38 In..
WT · 0.41 p.lf.
Ix · 0.19 In. ·
Sx · O.2e In. ·
8083 - Te
12",
r ~l
1- :
~
J
2- X 2- ,X 0.036- PATIO SECTION
12',
OJ
A · 0.75 In. ·
WT · 0.88 p.lf.
Ix · t53 In.'
Sx . t07 In. ·
8083 - Te
2' X 4- X 0.050- PATIO SECTION
A · 0.42 In..
WT . 0.49 p.lf.
Ix · 0.23 In.'
Sx . 0.31 In..
8083 - Te
~. X 2' X 0.044- PATIO SECTION
Lawrence E. Bennett, P.E.
aw. ENtJMEER - 0EVElQPI&IT CONSU.TANr
P.O. BOX 4388, SOUTH DAYTONA, Fl. 32121
1B..EPHOfE (1104) 787-4774
FAX (1104) 787-_
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PAGE
135
SOLID ROOF PANEL PRODUCTS
SECTION 7
PAN ROOF ANCHORING DETAILS
EXlSTN; TRUSS OR RAFTER
SEAlANT
!-EADER (SEE NOTE BB.OW)
#8 x 9/18. S.M.&. (3) PER PAN
AN) (1) AT RISER
#10 x 1-112" S.M.S. (1) PER RAFTER
OR TRUSS TAL
R()JJF PAtEL
#10 x 3/4' S.M.&. AT 12" ON CENTER
#8 x 9/18. S.M.&. (3) PER PAN
AM> (1) AT RISER
ALTERNATE COtN:CTION:
#8 x 1-114' SCREWS (3) PER PAN NTO
FAsaA Tl-ROUGH PAN BOXED EN>
EXlSTN; FASaA
ROOF PANEL TO FASCIA DETAIL
//--
!-EADER (SEE NOTE BB.OW)
#8 x 9/18" S.M.&. (3) PER PAN
AM> (1) PER RISER
FOR MASONRY USE 114' x 1-114' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
FOR WOOD USE #10 x 1-112" S.M.&.
OR WOOD SCREWS AT 12" ON ~
ROOF PAtEL
#8 x 9/18" S.M.&. (3) PER PAN
AM> (1) PER RISER
EXlSTtIG HOST STRUC~
WOOD FRAME, MA~Y OR OllER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHAlL BE A TT ACtED TO TIE !-EADER WITH (3) EAQi #8 x 112"
LONG CORROSION RESISTANT stEET METAL SCREWS WITH 112" WASl-ERS.
ALL SCREW !-EADS SHALL BE CALLKED OR SHALL HAVE NEOPR9E GASKET
BETWEEN TIE WASI-ER AN) TIE PAN.
PAN R8S SHALL RECEIVE (1) EAQi #8 x 112" SCREW EACH. TIE PANS MAY BE
ANaiORED TI-ROUGH BOXED PAN WITH (3) EACH #8 x 1" OF TIE ABOVE SCREW
TYPES AN) TIE ABOVE SPECFED RB SCREW.
Lawrence E. Bennett, P.E.
aw. ENGIEER - 0EVElQPI&IT CONSU.TANr
P,O. BOX 4388, SOUTH DAYTONA, Fl. 32121
TE1..EPHOIE (1104) 787-4774
FAX (1104) 787-_
@ COPYRIQHT 1988
NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT TIE WRrTTEN PERMSslON OF LAWRENCE E BENETT, P.E.
SEAL
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113
FASTENERS SECTION 9
Table 9.3: Allowable loads On Screws And Bolts
(As Recommended By Manufacturers)
Self-Tapping and Machine Screws Allowable Loads Tensile
Strength 55,000 psi; Shear 24,000 psi
Metal to Metal
Screw Diameter Shear (Ibs.) Double Shear Pull Out
*flbs.) Ilbs.)
#S 334 668 167
#10 418 836 209
#12 576 1,152 288
#14 734 1.468 367
1/4" 761 1522 380
5/16" 1,253 2,506 626
3/S" 1,588 3,710 928
Metal to PlYwood
1/2" 4 ply 5/S" 4 ply 3/4" 4 ply
Screw Diameter Shear (Ibs.) Pull Out Shear (Ibs.) Pull Out Shear (Ibs.) Pull Out
IIbs.) IIbsJ IIbs.)
#S 93 48 113 59 134 71
#10 100 55 120 69 141 78
#12 118 71 131 78 143 94
#14 132 70 145 88 157 105
Wood Lag Screw Loads
Using Southern Pine S.G., 0.55 or Eauivalent 1-1/2" Thickness
Screw Diameter Shear (Ibs.) Double Shear Withdrawal
fibs.) Ilbs.)
1/4" 170 235 '396
5/16'. 210 355 624
3/S" 240 480 712
Concrete Screws And Bolts In Concrete, Brick or C.M.U.
(Embedment Must Be a Minimum of 1.1/2" Thickness With 1.1/4" From Edge)
2,000# Concrete 3,000# Concrete
Screw Diameter Te nsion Shear Te nsion Shear
fibs.) fibs.)
1/4" 757 319 825 352
5/16" 1,057 818 1,184 898
3/8" 1,443 1 ,443 1,776 1,503
Aluminum Rivets with Aluminum Mandrei**
Screw Diameter Te nsion Shear
fibs.)
1/S" 129 176
5/32" 187 263
3/16" 262 375
Aluminum Rivets with Aluminum Mandrel
Screw Diameter Te nsion Shear
Ilbs.)
1/S" 210 325
5/32" 340 490
3/16" 445 720
* Screw goes through t'M> sides of members.
. ** All barrel lengths; Celus Industrial Quality, Use manufacturers grip range to match total wall thickness
of connection, Use chart. 'fo Select screw U.S. rivet substitution of anchor specifications in drawings.
Lawrence E. Bennett, P.E.
aw. ENG/#EER - De\IEl.QPI&IT CONSU.TANr
P.o. BOX 4388, SOUTH DAYTONA, Fl. 32121
TB..EPHCltE (804) 7fJ7-4774
FAX (1104) 787-8558
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SECTION 9 FASTENERS
Table 9.2: FASTENERS FOR ENCLOSED BUILDINGS I LOADS I ROOF AREAS
Maximum Allowable - Load and Attributable Roof Area 120 MPH Wind Zone (41#/Sq. Ft.)
(For Wind Regions other than 120 MPH, Use Conversion Table at Bottom of this page)
CONNECTING TO: WOOD for ENCLOSED Buildinas
Fastener Le ngth of Number of Fasteners
Diameter Embedment 1 2 3 4
1/4"" 1" 264# - 6 SF 528# - 13 SF 792# - 19 SF 1056# - 26 SF
.
1/4" " 1-1/2" 396# - 10 SF 792# - 19 SF 1188# - 29 SF 1584# - 39 SF
1/4" " 2-1/2" 660# - 16 SF 1320# - 32 SF 1980# - 48 SF 2640# - 64 SF
5/16" " 1" 312# - 8 SF 624# - 15 SF 936# - 23 SF 1248# - 30 SF
5/16"" 1-112" 468# - 11 SF 936# - 23 SF 1404# - 34 SF 1872# - 46 SF
5/16" " 2-1/2" 780# - 19 SF 1560# - 38 SF 2340# - 57 SF 3120# - 76 SF
3/8"" 1" 356# - 9 SF 712# - 17 SF 1 068# - 26 SF 1424# - 35 SF
3/8"" 1-1/2" 534# - 13 SF 1068# - 26 SF 1602# - 39 SF 2136# - 52 SF
3/8"" 2-1/2" 890# - 22 SF 1780#.43 SF 2670# - 65 SF 3560# - 87 SF
CONNECTING TO: CONCRETE [Min. 2,500 psi] for ENCLOSED Buildings
Fastener Length of I Number of Fasteners
Diameter Embedment 1 2 3 4
TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalent)
3/16" " 1-1/4" I 343# - 8 SF I 686# - 17 SF I 1029# - 25 SF 1372# - 33 SF
1/4"" 1-1/4" I 512# - 12 SF I 1024# - 25 SF I 1536# - 37 SF I 2048# - 50 SF
TYPE OF FASTENER = 'Quick Set' Concrete Screw (Rawl Zamac Nallln or Equivalent)
1/4"" 114" 227# - 6 SF 454# - 11 SF 681# - 17 SF 908# - 22 SF
TYPE OF FASTENER = Expansion Bolts CRawl-Bolt or Eauivalentl '
114"" 2" 568# - 14 SF 1136# - 28 SF 1704# - 42 SF 2272# - 55 SF
3/8"" 2-114" 1441# - 35 SF 2882# - 70 SF 4323# - 105 SF 5764# - 141 SF
1/2" " 3" 1985# - 48 SF 3970# - 97 SF 5955# - 145 SF 7940# - 194 SF
CONNECTING: POSTS to BEAMS usina BOLTS for ENCLOSED Bulldinas
Fastener Number of Fasteners
Diameter 1 2 3
# -SF I-SF I-SF
1/4"" * 1468 - 36 2936 - 72 4404 - 107
3/8"" * 3710 - 90 7420 - 181 11130 - 271
1/2"" * 6596 - 161 13192 - 322 19788 - 483
* Length of Bolt to be Size of Post +Yo" (Typical)
WIND LOAD CONVERSION TABLE: WIND CONVERSION
For Wind Zones/Regions other than 120 MPH (Tables Shown), REGION FACTOR
multiply allowable loads and roof areas by the conversion factor. 102 1.41
110 1.17
120 1,00
125 0,91
140 0.73
Lawrence E. Bennett, P.E.
aw. EIGEER - 0EVElQPI&IT CONSU.TANr
P.O. BOX 4388, SOUTH DAYTONA, FL 32121
TB..EPHOfE (1104) 787-4774
FAX (1104) 787-81558
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